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Vickery, B.J. and Basu, R.I. (1984) ‘Response of reinforced concrete chimneys to vortex shedding’,
Engineering Structure’s 6:324–33.
Walshe, D.E. J. and Wootton, L.R. (1970) ‘Preventing wind-induced oscillations of structures of
circular section’, Proc. Instn Civil Engineers 41:1–24.
Walshe, D.E. J. and Wyatt, T.A. (1983) Measurement and application of the aerodynamic admittance
function for a box girder bridge, J. Wind Eng. Industrial Aerodynamics 14:211–22.
Wardlaw, R.L. (1981) ‘Some observations on the effects of turbulence on the aerodynamic stability of
bridge road decks’, Bridge Aerodynamics, TTL, London (chapter 5).
Wex, B.P. and Brown, C.W. (1981) ‘Existing bridges or new rules—which is right?’ Bridge
Aerodynamics, TTL, London (chapter 9).
Wootton, L.R. (1969) ‘The oscillations of large circular stacks in wind’, Proc. Instn Civil Engineers
43:573–98.
Wyatt, T.A. (1981) ‘Evaluation of gust response in practice’, Wind Engineering in the Eighties, CIRIA,
London (chapter 7).
—(1984) ‘An assessment of the sensitivity of lattice towers to fatigue induced by wind gusts’,
Engineering Structures 6 (October): 262–7.
—(1992) ‘Dynamic gust response of inclined towers’, J.Wind Eng. Industrial Aerodynamics 41:2153–
63.
—(1995) ‘Engineering applications and requirements of prediction of extreme wind gust effects’, Proc.
Instn Civil Engineers Structures Buildings 110(3) (April): 322–5.
Wyatt, T.A. and Scruton, C. (1981) ‘A brief survey of the aerodynamic stability problems of bridges’,
Bridge Aerodynamics, TTL, London (chapter 1).

3.4.2 Selected codes of practice
AGI 307–95/ACI 307R-95: Standard practice for the design and construction of reinforced concrete
chimneys, American Concrete Institute, Detroit, MI.
BD 49: Design rules for aerodynamic effects on bridges (part of volume 1 section 3 of the Design
Manual for roads and bridges), Highways Agency, London.
BS 6399: Loading for buildings; part 2, Code of practice for wind loads, BSI (British Standards
Institution), Milton Keynes.
BS 8100: Lattice towers and masts; part 1, Code of practice for loading; part 2, Guide to background
and use; part 4, Code of practice for loading of guyed masts, BSI (British Standards Institution),
Milton Keynes.
CICIND Model Code for steel chimneys (revision 1999), CICIND (Comité International des
Cheminées Industrielles), Zurich.
ENV 1991–2–4: Eurocode 1,Basis of design and actions on structures; part 2–4, Windacfions
(prestandard), CEN, Brussels.
ENV 1993–3–2: Eurocode 3, Design of steel structures; part 3–2, Chimneys (prestandard), CEN,
Brussels.
NBC: National Building Code of Canada (supplement), Commentary B, Wind loads, National
Research Council of Canada, Ottawa.